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An Experimental Study of the Chemistry of Iron Precipitation Within Anoxic Limestone Drains

机译:缺氧石灰石排水中铁沉淀化学的实验研究

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Anoxic limestone drains (ALDs) have been widely used in the passive treatment of acid mine drainage (AMD), but their effectiveness has often been less than anticipated. Iron hydroxide often precipitates around limestone particles and inhibits neutralisation. To determine the conditions under which iron hydroxide precipitates, a small-scale laboratory ALD system was built to enable a detailed examination of the chemistry of iron within the drain. For one experiment, a mixture of limestone and quartz was introduced to the drain to assist in the determination of the key mechanism governing iron precipitation. Synthetic anaerobic acid mine drainage containing Fe~(2+) (approx 130 ppm), SO_4~(2-) and H~+ was pumped at a rate of 30 mL/min up a 90 cm tall, 15 cm diameter vertical column filled with limestone gravel of 98 per cent purity. Three sampling ports were fitted at equal intervals along the column; water was periodically extracted for analysis at the sampling ports over an 11-hour period. Experiments were run at influent pH levels of 2 and 4. Results show that acid neutralisation to pH greater than 6 occurred at the inflow end of the drain. The greatest amount of iron precipitation (19.5 per cent) also occurred in this area. The lack of iron precipitation on the quartz surfaces in the quartz/limestone mixture indicates that neutralisation is the key mechanism for the precipitation of iron hydroxide on limestone particles. A pe-pH stability diagram derived for the laboratory ALD system indicates that ALDs will not be effective for AMD with pH <1.5. At these pHs, the lower water stability limit prevents the pe from being sufficiently reduced to prevent iron precipitation upon neutralisation. To avoid iron precipitation altogether within an ALD, influent AMD must have a pH >2. Influent waters with pH 2 require a pe of -2 (Eh: -118.4 mV) to avoid Fe precipitation upon neutralisation. Influent waters of pH 4 require a pe between -2 and -4.
机译:缺氧石灰石漏斗(ALDS)已广泛用于酸性矿山排水(AMD)的被动治疗,但它们的有效性往往少于预期。氢氧化铁经常沉淀在石灰石颗粒周围并抑制中和。为了确定铁氢氧化铁沉淀物的条件,建立了小规模的实验室ALD系统,以便在排水管内进行详细检查铁的化学。对于一个实验,将石灰石和石英的混合物引入排水管以帮助确定控制铁沉淀的关键机制。含有Fe〜(2+)(约130ppm),SO_4〜(2-)和H〜+以30ml / min的速度填充15厘米直径的垂直柱的速度填充石灰石砾石纯度为98%。三个采样端口沿着柱子以平等的间隔装配;在11小时内定期提取水进行定期提取用于分析的分析。实验在水平的pH水平下运行2和4.结果表明,在排水的流入端时,酸中和在大于6的pH大于6。该地区也发生了最多的铁沉淀(19.5%)。石英/石灰石混合物中石英表面上的铁沉淀表明中和是在石灰石颗粒上沉淀铁氢氧化铁沉淀的关键机制。为实验室ALD系统导出的PE-pH稳定性图表明ALD对于具有pH <1.5的AMD不会有效。在这些pHS中,较低的水稳定性极限可防止PE充分降低以防止在中和时沉淀。为了避免在ALD内完全抵抗铁沉淀,流入的AMD必须具有pH> 2。具有pH 2的流水水域需要-2(eh:-118.4mV)的PE,以避免中和时的Fe沉淀。 pH 4的水水水域需要-2和-4之间的PE。

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